Freeport NIP(7.9)-LR021107REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Concrete Age: 62 days
Average Strength: 5140 psi
Core Location:
REPORT OF CONCRETE CORES
Uline Facility
Freeport Parkway
Coppell, Texas
Core
Number
Cored
Length
(inches)
Capped
Length
(inches)
Core
Diameter
(inches)
LID Ratio
LID Corr
Factor
Total Load
(Ibs)
Corrected
Compressive
Strength PSI
1
2
3
6.0
5.9
5.7
5.4
5.3
5.2
3.75
3.75
3.75
1.427
1.400
1.387
0.9504
0.9480
0.9456
59960
60160
59600
5160
5160
5100
1) 10' W of center approach.
2) 12' W of core #1.
3) 6' south of core #2.
Comments: Core obtained to evaluate in place strength of
were below project specification. Considering
85 percent of design strength, the concrete is
American Concrete Institute Standards.
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc.!
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
REE L7
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 114
REPORT DATE: 11 -07 -02
REG PROJECT NO. 9056
DATE CORED: 10 -24 -02
DATE TESTED: 10 -31 -02
TECHNICIAN: S. Davis
PAGE: 1 of 1
concrete where 28 day cylinders
the average strength exceeds
considered acceptable by
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
KEA/cn
fi
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 1EL [214) 350 5600 FAX [214) 350 0019
EnGInEE
G R O U P